SF 30 - Specifications Revision.pdf
PDF 393 KB Posted
- Attached to
- Pre-Cast Concrete Block Abutments Federal contract opportunity
- Solicitation number
- 1240LP24Q0071
About this file
This document is a SF 30 - Amendment/Modification to a federal solicitation. The amendment is for Solicitation Number 1240LP24Q0071 for precast concrete bridge abutment modular blocks for a bridge project in the Shoshone National Forest. The key changes are: 1) Revising the block specifications from 10 shear-knobs to 6 shear-knobs, 2) Providing revised block schedule and CAD plot documents, 3) Requiring the SF30 amendment to be signed and submitted with proposals, and 4) Extending the proposal due date from 7/8/2024 to 7/10/2024. All other terms and conditions remain unchanged. The solicitation is being issued by the USDA Forest Service, Region 2 - Rocky Mountain Region.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| abutment blocks plot V5 20240703.pdf | ||
| 2024 block schedule Sheridan Creek V4 20240703.xlsx | XLSX spreadsheet | |
| Redi-Rock-Installation-Manual.pdf | ||
| abutment blocks plot v4 20240618.pdf | ||
| 1240LP24Q0071 Pre Cast Concrete Block Abutments.pdf |
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Text version
(x)
1240LP24Q0071
x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
40LP
OGDEN UT 84401-2310
324 25TH ST
USDA-FS CSA INTERMOUNTAIN 4
06/27/20240001
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
06/27/2024
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
Pre-Cast Concrete Blocks
P0001 - Amendment is to change specifications of 10¿ shear-knobs to 6 ¾¿ shear-knobs.
Revised block schedule and CAD plot: V4 and V5 respectively.
SF30 will be required to be signed and submitted with proposal. Responses due date has been extended to 7/10/2024.
All other terms and conditions remain unchanged.
LIST OF CHANGES:
Period Of Performance Start Date changed from 15-JUL-24 to 17-JUL-24
Continued ...
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
CURTIS R. LANDRETH
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
NAME OF OFFEROR OR CONTRACTOR
2 2
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
(A) (B) (C) (D) (E) (F)
1240LP24Q0071/0001
Bids due date : 08-JUL-24 changed to 10-JUL-24
Copies : 0 changed to 1
Period of Performance: 07/17/2024 to 08/26/2024
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Item Redi-Rock Redi- Rock Dimensions Weight
Block
Designation Block Designation
Block Library
No.
Width
[inches] Depth
[inches] Height
[inches] [lbs] Quantity
28T Redi-Rock 28" Top R-Blocks - Limestone R-28T 46 28 18 1230 12
28HT
Redi-Rock 28" Top R-Blocks/Half (6 3/4" knobs) -
Limestone, zero batter R-28HT 23 28 18 570 4
Corner Blocks
Redi-Rock Middle C- Blocks (6 3/4" knobs)* - Limestone, zero batter F-ST 46 24 18 1370 16
60M Redi-Rock 60" Middle R-Blocks (6 3/4" knobs) -
Limestone, zero batter R-60M 46 60 18 3300 32
60B Redi-Rock 60" Bottom R-Blocks (6 3/4" knobs) -
Limestone, zero batter R-60B 46 60 18 3430 12
41M Redi-Rock 41" Middle R-Blocks (6 3/4" knobs) -
Limestone, zero batter R-41M 46 40.5 18 2310 36
41B Redi-Rock 41" Bottom R-Blocks (6 3/4" knobs) -
Limestone , zero batter R-41B 46 40.5 18 2440 4
41HM
Redi-Rock 41" Middle R-Blocks/Half (6 3/4" knobs) -
Limestone , zero batter R-41HM 23 40.5 18 1020 16
* knob size to be determined by supplier on the corner blocks.
Total Quantity: 132
AutoCAD SHX Text
BRIDGE ABUTMENTS PROFILE VIEW DOWNSTREAM
AutoCAD SHX Text
NORTH BRIDGE ABUTMENT
AutoCAD SHX Text
CORNER
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CORNER
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CORNER
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CORNER
AutoCAD SHX Text R-60M
AutoCAD SHX Text R-60M
AutoCAD SHX Text R-40M
AutoCAD SHX Text R-60M
AutoCAD SHX Text R-40M
AutoCAD SHX Text R-40M
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AutoCAD SHX Text R-40M
AutoCAD SHX Text R-60M
AutoCAD SHX Text R-40B
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41HM
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41HM
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41HM
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41HM
AutoCAD SHX Text C
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AutoCAD SHX Text R-40B
AutoCAD SHX Text 28T
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28HT
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28HM
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28HT
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28HM
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41HM
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41HM
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SOUTH BRIDGE ABUTMENT
AutoCAD SHX Text 60M/60B Zero setback 6 3/4" Knob
AutoCAD SHX Text 41M/41B Zero setback 6 3/4" Knob
AutoCAD SHX Text 28T Zero setback 6 3/4" Knob
AutoCAD SHX Text 28HT Zero setback 6 3/4" Knob
AutoCAD SHX Text Corner (MIDDLE) Zero setback 6 3/4" knob
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* WORK WITH VENDOR TO ENSURE SHEAR-KNOB, BATTER, AND BLOCK COMPATIBILITY
AutoCAD SHX Text Block Course 1, 3
AutoCAD SHX Text Block Course 2, 4
AutoCAD SHX Text N and S ABUTMENTS
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40HB
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40HB
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AutoCAD SHX Text Course No. 1
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AutoCAD SHX Text Course No. 3
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40HM
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AutoCAD SHX Text Course No. 4
AutoCAD SHX Text 60B:6 41B:2 Corner:2
AutoCAD SHX Text 60M:5 41M:2 Corner:2 41HM:2
AutoCAD SHX Text 60M:6 41M:2 Corner:2
AutoCAD SHX Text 60M:5 41M:2 Corner:2 41HM:2
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AutoCAD SHX Text Course No. 5
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40HB
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41M:6 41HM:2
AutoCAD SHX Text Course No. 7
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40HM
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28HT
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41M:6 41HM:2
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28T:6 28HT:2
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28HT
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28T
| abutment blocks plot V5 20240703.pdf |
| Sheets and Views |
| Sheridan Crk Big R_cedit 20230620 - Copy-REDIROCK |
| Sheridan Crk Big R_cedit 20230620 - Copy-REDIROCK (2) |
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